Indian Tenders

Tender Notice

TDR 55174633
Tendering Authority New Okhla Industrial Development Authority
Tender No 52/GM(C)/ SM (WC-8)/ET/2025-26
Tender ID 2026_NOIDA_1139949_1
Tender Brief Tender For maintenance of Drain (Reconstruction Of Reinforced Cement Concrete Drain In Place Of Existing Damaged Brick Drain Along 45.00 M Wide Road From Fng To Metro Pillar No. 469 In Front Of Sector-143, Village Gadhi And Sector-144) Noida
City Noida
State Uttar Pradesh
Document Fees INR 8260 /-
EMD INR 1052000.0 /-
Tender Value INR 5.25 Crore /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for maintenance of Drain (Reconstruction Of Reinforced Cement Concrete Drain In Place Of Existing Damaged Brick Drain Along 45.00 M Wide Road From Fng To Metro Pillar No. 469 In Front Of Sector-143, Village Gadhi And Sector-144) Noida

Key Dates

Publish Date 21-04-2026
Last Date of Bid Submission 05-05-2026
Tender Opening Date 06-05-2026

Contact Information

Company Name New Okhla Industrial Development Authority
Contact Person GM (CIVIL)
Address Main Administrative Building Sector-6 Noida

BOQ Items

Name of Work:- M/o Drain (Reconstruction of RCC Drain in place of existing damaged brick drain along 45.00 m wide road from FNG to Metro Pillar No. 469 in front of Sector-143, Village Gadhi and Sector-144) Noida
Sl. No. Item Description
1Pumping out Water Caused by Springs , tidal or River Seepage , Briken water Mains or Drain and the Like.
2Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
3Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of xcavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size)
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically treated bars of Grade Fe-500D or More
6Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
7Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
8Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level
9Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
10Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having rrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of xtruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately. Concrete Grade-M-40 (cement content 400 kg ) 150 mm thick hollow core slab Please Enable Macros to View BoQ information

Other Detail

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